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3 <br />x <br />m <br />00 <br />0 <br />r) <br />rn <br />rn <br />L <br />v <br />cn <br />0 <br />.a <br />0 <br />9 <br />C" <br />N <br />0 <br />N <br />m <br />L0 <br />R <br />L0 <br />L <br />co <br />0 <br />0 <br />0 <br />J <br />cT� <br />d <br />I <br />PO <br />L0 <br />L0 <br />0 <br />v <br />N <br />0 <br />c <br />3 <br />N <br />0 <br />v <br />a <br />E <br />E <br />S <br />v <br />c <br />aci <br />I.� <br />0 <br />U <br />O <br />C <br />O <br />�I <br />f/!7 <br />U <br />.o <br />a <br />n- <br />0 <br />v <br />U <br />J <br />L7 <br />N <br />N <br />0 <br />a <br />0 <br />a <br />N <br />O <br />N <br />00 <br />rM <br />0 <br />0 <br />W <br />Cn <br />m <br />v <br />y,. <br />CJ1 <br />CJ3 <br />CJ5 <br />CJ F <br />CJ3 <br />CJ1 <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <br />✓IND SPEED (ULTIMATE) 140.0 MPH <br />✓IND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WINDAREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 HIP -35.94 -49.57 -49.57 -49.57 <br />GABLE -38.22 -38.22 -60.99 -60.99 60.99 78,58 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: Y16" EXP. 1 (4/6) or1V32' EXP. 1 03/16) <br />TILE: 1V32" EXP. 1 (3�1'6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS <br />W/ BLOCKING PER NAILING SCHEDULE. <br />/—\ (2) <br />v � <br />U U <br />X <br />� <br />A <br />Cil <br />CJ3 <br />CJ5 <br />.::: <br />tb <br />Q <br />:::: <br />r- <br />Q <br />.... <br />to <br />; Q <br />.... <br />Q <br />.... <br />Q <br />:.: <br />Q <br />¢ <br />.. <br />::. <br />¢ <br />�z <br />;; Q <br />::: <br />J <br />a <br />0 <br />I <br />\V! <br />::: <br />' ' In <br />¢ <br />I <br />I <br />Al <br />W <br />w <br />:I <br />a <br />> <br />W <br />c� <br />> <br />I <br />W <br />... <br />0Co <br />W <br />..` <br />fil <br />d <br />::: <br />¢ <br />::: <br />;; Q <br />is- <br />W <br />m <br />a <br />V <br />�y1 <br />U <br />U <br />U <br />V <br />(2) <br />X <br />TYP. <br />O <br />(2) <br />X <br />V <br />yV/ <br />SIM WOOD <br />WA <br />S5 WALLL <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />SPF <br />A <br />META12 <br />1420 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />9 - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 1 Od x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 - 1Od x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2% 8-10d <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SIDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />7100 <br />--- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5l8" ANCH. / (26) 10dx1-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />X 2 1/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />M <br />VGT - F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 W/ (10) 1/4" <br />x2 1/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />N <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1000/1080** <br />--- <br />8 - 10d <br />P <br />HUS26 <br />1320/3235 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />--- <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />--- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-112" <br />S <br />VGT - M <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />w/ (24) 1/4" x 3" SIDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HD (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />_ <br />I <br />I <br />V <br />1 (2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />`N () 16D SIN E & <br />LUGT2 <br />13100-M 4520-F <br />13100-M 3800-F <br />w/ (32) 16D SINKERS & <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />SP1 <br />1 555 <br />1 535 <br />1 10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1 1010 <br />1 605 <br />1 12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 <br />1 590 <br />1 555 <br />1 12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />(20)10d x 1-1/2" <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />OR 2 PLY <br />;ARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />*FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Qa EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). <br />INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING <br />DETAILS <br />MAY 1 7 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and apprxition <br />fnr compliance with the 2020 FBC 7th <br />by Debra Anne Klahr PX2300 <br />ROOF FRAMING PLAN — ELEV—B1 <br />SCALE: Y4'=1'-0" <br />ch <br />CV <br />0 <br />CV <br />00 <br />o_ <br />CY'> <br />0 <br />VO •1''\� <br />'' ,�i � m <br />jo <br />r x <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />(A <br />W <br />a <br />v E US N <br />0 8 <br />. <br />N2131p it <br />0 <br />7 �C N <br />M <br />M <br />cA t- Z a w w <br />"' a a <br />a <br />of w <br />c " a Y CD <br />I.L <br />,n <br />y <br />13 <br />,@ w (n <br />8 <br />Z <br />mv_ 0 se 0 <br />3 <br />W <br />q � o <br />CO <br />J m <br />o��� d <br />rn rn <br />W <br />Z <br />L <br />I ILY <br />CO K w <br />u') N Z U G <br />a❑Il❑ <br />N H <br />OU <br />Z <br />W <br />U <br />Z N M <br />O O <br />O <br />z � <br />Q � <br />J — <br />f• <br />c/1 <br />M <br />z <br />v <br />0 0 <br />w � <br />U <br />O <br />w <br />�V) <br />U <br />w m <br />E <br />m S <br />I <br />I <br />z� <br />' <br />U 0 N <br />< N 6 <br />MID <br />o <br />� <br />w <br /><D <br />M <br /><� <br />n <br />Sz <br />2 <br />a <br />U- <br />E <br />o <br />>� <br />aN <br />E <br />❑a <br />F� fa <br />Mowz <br />0o <br />o E <br />co <br />o¢ <br />a <br />°¢ <br />Qz <br /><om <br />Wz <br />C!J <br />a <br />o0 <br />c <br />m J <br />O m <br />UZ <br />Q W <br />¢ <br />�z <br />Z o <br />son <br />VMENJ <br />m <br />H <br />�� <br />¢o <br />g <br />dZ <br />�w <br />FL <br />dM <br />r3 <br />= F <br />0 � <br />o <br />w� <br />Uj <br />>° <br />r <br />M <br />v <br />z< <br />a <br />o3: <br />> <br />L► / <br />N <br />m <br />�-�LO <br />Q <br />c� <br />f— <br />T— <br />m <br />0° <br />L O <br />r <br />� <br />Q <br />O <br />cn M <br />(0 <br />O <br />Li) <br />lL CN <br />M <br />00 <br />LO 00 <br />LO <br />00 <br />Q <br />M <br />w <br />00 <br />o <br />m <br />T <br />N <br />Z <br />Z <br />E Q <br />m <br />m <br />E <br />U <br />a <br />Q p <br />JOB NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.2 <br />